Basic HTML Version
509
500
600
700
Flow ‐ CMS
Flow of Khlong Phra Sathung (Kgt.9)
at Ban Khao Chakan
Water Year 2012
200
300
400
0
100
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
5.82
4.27
4.27
13.01
43.68
30.76
366.00
17.80
12.61
9.81
9.81
9.81
2
5.82
4.27
4.52
15.41
22.50
25.50
229.67
17.80
11.81
9.81
9.81
9.81
3
4.27
4.27
9.81
15.01
19.40
27.36
47.76
17.40
11.81
9.81
9.81
9.81
4
4.27
4.27
16.61
18.20
22.50
32.12
72.10
15.81
11.01
9.81
9.81
9.81
5
4.27
4.27
28.72
22.00
17.01
154.20
65.50
15.81
11.01
9.81
9.81
9.81
6
5.82
4.27
22.00
26.00
16.21
209.00
52.52
15.41
11.01
9.81
9.81
9.81
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
5.82
4.27
16.21
25.50
14.21
509.00
66.60
13.81
11.01
9.81
9.81
9.41
8
4.52
4.27
15.01
24.50
16.61
603.20
174.90
13.81
11.01
9.81
9.81
4.52
9
6.62
4.27
15.41
19.40
13.41
389.00
243.00
13.41
11.01
9.81
9.81
4.52
10
6.62
4.27
11.81
16.61
13.01
108.60
227.00
11.81
11.01
9.81
9.81
4.77
11
16.61
6.22
11.01
15.41
16.21
53.88
176.80
11.81
11.01
9.81
9.81
4.77
12
11.81
9.81
7.82
21.00
13.81
79.80
75.40
11.81
11.01
9.81
10.61
4.52
13
7.82
9.81
7.82
19.80
13.81
54.56
40.96
11.81
11.01
9.81
10.21
4.52
14
5.82
7.82
7.82
16.21
16.61
62.20
28.72
11.81
11.01
9.81
10.21
4.52
15
5 82
5 82
5 82
11 41
26 68
154 20
24 50
11 81
11 01
9 81
10 21
4 52
.
.
.
.
.
.
.
.
.
.
.
.
16
4.52
4.27
5.82
9.81
42.32
269.32
24.50
11.81
11.01
9.81
9.81
4.52
17
9.41
4.27
5.82
9.01
36.20
414.00
28.72
11.81
11.01
9.81
9.81
4.52
18
9.81
5.82
7.82
8.22
53.20
511.80
39.60
11.81
9.81
9.81
9.81
4.52
19
7.82
6.22
10.61
10.21
43.00
481.00
24.50
11.81
9.81
9.81
9.81
4.27
20
5.82
13.01
10.21
11.01
25.50
342.20
19.00
11.81
9.81
9.81
9.81
4.27
21
5.82
7.82
9.81
9.41
24.00
232.00
17.80
11.81
9.81
9.81
9.41
4.27
22
4.27
6.22
7.82
7.82
18.60
212.00
17.80
12.61
9.81
9.81
9.41
4.27
23
4.27
7.42
7.82
7.82
17.80
189.30
17.80
11.81
9.81
9.41
9.41
4.27
24
4.27
4.52
7.02
7.82
18.20
180.40
17.80
11.81
9.81
9.01
9.41
4.27
25
4.27
7.42
5.82
7.82
22.00
180.00
19.40
11.81
9.81
9.01
9.41
4.27
26
4.27
4.77
5.82
7.82
23.50
214.00
17.80
11.81
9.81
9.01
9.41
4.52
27
5.82
9.41
7.82
9.01
39.60
241.00
17.80
11.81
9.81
9.41
9.41
4.52
28
5.82
7.82
9.81
13.41
54.56
197.00
15.81
11.81
9.81
9.81
9.41
4.52
29
4.27
5.82
11.81
23.00
55.24
328.60
15.81
12.61
9.81
9.81
4.77
30
4.27
5.42
12.61
50.48
46.40
453.60
16.61
14.61
9.81
9.81
4.77
31
5.02
94.60
34.84
17.40
9.81
9.81
4.77
----------
--------------
Total
186 46
187 43
311 10
566 74
840 62
6939 60
2219 58
393 47
327 71
300 91
273 48
176 25 12723 35 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
6.22
6.05
10.37
18.28
27.12
231.32
71.60
13.12
10.57
9.71
9.77
5.69
34.86 CMS
Max
16.61
13.01
28.72
94.60
55.24
603.20
366.00
17.80
12.61
9.81
10.61
9.81
603.20 CMS
Min
4.27
4.27
4.27
7.82
13.01
25.50
15.81
11.81
9.81
9.01
9.41
4.27
4.27 CMS
Runoff
16.11
16.19
26.88
48.97
72.63
599.58
191.77
34.00
28.31
26.00
23.63
15.23
1099.30 MCM
635.20
Runoff Yield
15.40
280.565
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
CMS, at 50.57 m. (MSL.), at 06.00 Hours, on Sep 28, 2012
Momentary Peak